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Journal of ICT, Design, Engineering and Technological Science
Published by Universitas Muhammadiyah Purwokerto
ISSN : -     EISSN : 26042673     DOI : https://doi.org/10.33150/JITDETS-8.1.1
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Mechanical Engineering
Journal of ICT, Design, Engineering and Technological Science (JITDETS) focuses on the logical ramifications of advances in information and communications technology. It is expected for all sorts of experts, be it scientists, academicians, industry, government or strategy producers. It, along these lines, gives an exceptional discussion to papers covering application-based research subjects significant to assembling procedures, machines, and process reconciliation. JITDETS maintains the high standard of excellence of publishing. This is guaranteed by subjecting each paper to a strict evaluation strategy by individuals from the universal publication counseling board. The goal is solid to set up that papers submitted do meet all the requirements, particularly with regards to demonstrated application-based research work. It is not satisfactory that papers have a hypothetical substance alone; papers must exhibit producing applications.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 4 Documents
 1 
Search results for , issue "Volume 5, Issue 2" : 4 Documents clear
Systematic Review of Drilling Problems and Their Solutions in Petroleum Engineering M. Nasir Bashir; Muhammad Nihal Naseer; M. M. Quazi; M Saif Wakeel; Imran Ali; Manzoore Elahi M Soudagar; Jahanzeb Bhatti
Journal of ICT, Design, Engineering and Technological Science Volume 5, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-5.2.1

Abstract

The difficulty in drilling arises due to unexpected and surprising behavior of rocks which leads to waste of time, cost, material and sometimes whole borehole. The logging becomes difficult to perform and to investigate due to drilling issues such as borehole instability, lost circulation stuck pipe and under gauge holes. This study sheds light on the state of art of drilling problems, affiliated issues and causes along with their best possible prediction, prevention and solution methodologies. The well schedule, weekly drilling report, construction document, and different well documents were thoroughly inspected. This study incorporates the benefits of statistical analysis of 20 wells, including lateral longitudinal and vertical, as well as how effective constitutive modeling is for classifying well-bore instability triggers and forecasting safe mud-weight windows. The detection models discussed encourages superior comprehension of the fundamental material science standards, and gives improved situational consciousness of drilling problems’ occurrences.
Marshal Stability Analysis of Asphaltic Concrete: A comparative strength based investigation of KP Pakistan Principal Aggregate Quarries Kashif Alam; Tasaddaq Younas; Muhammad Nadeem; Waseem Younas; Sachal Khan; Arshad Khan
Journal of ICT, Design, Engineering and Technological Science Volume 5, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-5.2.2

Abstract

Various types of hot asphalt (mixture of mineral aggregate and bituminous binder–bituminous mixture) are used in the construction of flexible pavements, depending on the project requirements, to ensure optimal use of the asphalt. From all available asphalts, each country uses a combination of those that are considered to be the most appropriate to their climatic and traffic conditions. Asphalts are characterized by the particle size distribution of the aggregate mixture. Theoretically, there are unlimited types of asphalts, namely, from asphalts consisting only of almost single-sized coarse aggregates to mixtures consisting only of fine aggregates (sand). The goal of bitumen laboratory testing is to describe its qualities, determine its appropriateness, and forecast its behaviour over the course of the pavement's service life. All technological, mechanical, rheological, physical, and chemical attributes are included in the term typical properties. The purpose of the report is to collect aggregate samples from Malakand, Dara Adam Khel, Basai, and Karak quarries and to compare its Physical and Mechanical Properties with Margalla aggregate by using the Marshall Method of design for asphalt concrete.
Usage of Green Material in Building Construction Evaluating its Outcome on Varied Properties of Concrete Muzamil Yaqoob; Shoaib Salim; Muhammad Ali; Mian Muhammad Wasim; Zia Ullah; Shahzad Khalil
Journal of ICT, Design, Engineering and Technological Science Volume 5, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-5.2.3

Abstract

Rice Husk Ash was selected as a green material. Two types of Rice Husk Ash (RHA) were considered and one of them was selected for this study. The RHA was characterized and its effect on the properties of cement, especially strength and shrinkage were studied. Four formulations containing 0, 10, 15 and 20 percent of RHA were prepared for flexure, compression and shrinkage including X-ray diffraction and fluorescence test. All formulations were prepared at their standard consistency. The results indicated that the RHA used in our study was not an effective pozzolanic material and had an adverse effect on the strength and shrinkage properties of the cement formulations due to its increased water demand and large particle size. This investigation proved that it cannot be used in the projects where early higher strength is needed.
Investigating Cracks Prevention in Concrete Utilizing the Self-Healing Concept of Bacillus Subtilis Bacteria Masaud Ahmad Khan; Hamayun Khan; Muhammad Haris Javed; Zohaib Ullah; Atif Mehmood Khan; Khuda Bukhsh
Journal of ICT, Design, Engineering and Technological Science Volume 5, Issue 2
Publisher : Journal of ICT, Design, Engineering and Technological Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33150/JITDETS-5.2.4

Abstract

Concrete is the most common and widely used construction material. In the concrete structure, cracks are sometimes produced due to external loads and other reasons. Due to cracks, the concrete begins to take compression loads in the structure; therefore, repairing such cracks is essential. Different methods are used to repair the cracks in concrete, but in this thesis, we are working on bacteria base self-healing of cracks in concrete. For self-healing concrete different types of bacteria are used but we are using the bacteria named Bacillus subtilis in concrete. By adding bacillus subtilis and calcium lactate we find that the concrete becomes more strengthened and self-healed as compared to normal concrete. There are two methods of adding the bacteria to concrete which is direct adding an encapsulation method. We followed the direct application method in this method the bacteria is added directly to concrete. The test results show that the bacterial concrete has higher compression strength and self-healing concrete.

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